Analisis Daya Dukung Tiang Bor Berdasarkan Standard Penetration Test (Spt) Dan Hasil Reaction Pile
DOI:
https://doi.org/10.37150/jsa.v7i2.659Keywords:
Support capacity, Standart Penetration Test (SPT), Reaction pile, and Drill pileAbstract
An initial stage of Santika Hotel planning development Sukabumi, It’s located in
Bhayangkara Street, Gunung puyuh sub district had already made Uji Kerucut
Statis Analysis (sondir) Then It was continued with pile load’s analysis such as
reaction pile (BP 108, H= 7 meter) for 120 tons workload. In order to fill
investigation of land completely, then the foundation was in the project need
analysis of support capacity. Therefore, an author analyzed the case about
comparison result of drill pile between reaction pile result analysis with support
capacity by practicing directly in the field using Standard Penetration Test (SPT)
land tools. As for the purpose to be reached in this research is to know about
result of comparison drill pile with support capacity based on land penetration test and result of reaction pile to make sure the foundation safety. The method
used in support capacity calculation from result of observation is looking for N
result. Calculation by using Meyerhof &Resee and Oneill Method. While the
calculation method by using reaction pile from Chin, Davisson, Mazurkiewcz are
Qa Lab > Qa React.Pile showed that the pile foundation save from collapseSupport capacity, Standart Penetration Test (SPT), Reaction
pile, and Drill pile
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